Tunneling Using TBM in Sandy Soil and its Effect on Deep Foundations
Author:
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s40098-024-01048-8.pdf
Reference11 articles.
1. Al-Omari RR, Al-Soud MS, Al-Zuhairi OI (2019) Effect of tunnel progress on the settlement of existing piled foundation. Stud Geotech Mech 41:102–113
2. Fargnoli V, Boldini D, Amorosi A (2013) TBM tunneling-induced settlements in coarse-grained soils: the case of the new milan underground line 5. Tunn Undergr Sp Technol 38:336–347. https://doi.org/10.1016/j.tust.2013.07.015
3. Jongpradist Pornkasem et al (2013) Development of tunneling influence zones for adjacent pile foundations by numerical analyses. Tunn Undergr Sp Technol 34:96–109
4. JSCE, J. S. of C. E. (2007). Standard specifications for tunneling: Shield tunnel.
5. Lin X-T, Chen R-P, Wu H-N, Cheng H-Z (2019) Three-dimensional stress-transfer mechanism and soil arching evolution induced by shield tunneling in sandy ground. Tunn Undergr Sp Technol 93:103104. https://doi.org/10.1016/j.tust.2019.103104
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